Renovation of Road and Construction of Park at Sec-6A Vrindavan Yojna, Lucknow under Infrastructure fund

1. Construction of Park work

Earth work in cutting or in embankment in ordinary soil excavation to be in regular pits not exceeding 0.5m depth and earth work in embankment to be in 20cm layer including ramming and dressing the surfaces level and slopes and also including 1.5m lift and 30m lead the earth from cutting to be used in making embankment area to be deposited as spoil bank with in 30m distance as directed by E/I.

Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., (For Toewall)

Class 150 brick work (230 mm thick) in 1:6 cement and Hamirpur/Banda sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work.

Providing and laying in position Cement concrete in 1:1.5:3 (1cement : 1.5 coarse sand : 3 20mm graded stone aggrigate) excluding the cost of centering & shuttring all work upto plinth level

R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and excluding necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.(for cover block in drain)

M..S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work.. 2% of RCC Qty

Centering and shuttering including strutting propping etc and removal of form for lintels, beams plinth beam, girders, bressumers and cantilevers

Providing, Laying, spreding and compacting graded stone aggregate wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carrige of mix material by tipper to site, laying in uniform layers with paver in sub base/ base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density.(MORT&Hclause 406).

Providing And Laying of Rubber moulded reflective Zig-Zag 60mm thick tiles of precast compressed C.C. passing minimum 30Mpa compressive strength ISI marked as per drawing and technical specification clause 1504.(Exclusive GSB) S.I. No MORD 1500